JPH0443796Y2 - - Google Patents

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Publication number
JPH0443796Y2
JPH0443796Y2 JP5855887U JP5855887U JPH0443796Y2 JP H0443796 Y2 JPH0443796 Y2 JP H0443796Y2 JP 5855887 U JP5855887 U JP 5855887U JP 5855887 U JP5855887 U JP 5855887U JP H0443796 Y2 JPH0443796 Y2 JP H0443796Y2
Authority
JP
Japan
Prior art keywords
opening
road
seal
substrate
base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP5855887U
Other languages
Japanese (ja)
Other versions
JPS63165546U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP5855887U priority Critical patent/JPH0443796Y2/ja
Publication of JPS63165546U publication Critical patent/JPS63165546U/ja
Application granted granted Critical
Publication of JPH0443796Y2 publication Critical patent/JPH0443796Y2/ja
Expired legal-status Critical Current

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  • Examining Or Testing Airtightness (AREA)

Description

【考案の詳細な説明】 (産業上の利用技術分野) 本考案は、地中埋設管から漏洩したガスを検出
器に導くのに適したガス吸引具に関する。
[Detailed description of the invention] (Technical field of industrial application) The present invention relates to a gas suction tool suitable for guiding gas leaking from an underground pipe to a detector.

(従来技術) 埋設管から漏洩したガスの検出には、通常、弾
性材料により形成した円環状シール枠を基盤の裏
面に取付けてなるガス吸引具を大地表面に押し付
け、シール枠で囲まれた領域に負圧を作用させて
地中ガスをサンプリングすることが行なわれてい
るが、通常このようなサンプリングは、舗装道路
沿いに行なわれるため、舗装材を構成している小
石により道路面が粗面となつていて、シール枠が
必ずしも道路表面に密着せず、負圧を十分に作用
させることができないという問題があつた。
(Prior art) To detect gas leaking from a buried pipe, a gas suction tool consisting of an annular seal frame formed of an elastic material attached to the back of the base is usually pressed against the ground surface, and the area surrounded by the seal frame is detected. Sampling of underground gas is carried out by applying negative pressure to the ground, but since such sampling is usually carried out along paved roads, the road surface is rough due to the pebbles that make up the paving material. However, there was a problem in that the seal frame did not necessarily come into close contact with the road surface and negative pressure could not be applied sufficiently.

(目的) 本考案はこのような問題に鑑みてなされたもの
であつて、その目的とするところは、舗装道路表
面に高い気密性をもつて密着させることができる
地中ガス吸引具を提供することにある。
(Purpose) The present invention was developed in view of the above-mentioned problems, and its purpose is to provide an underground gas suction device that can be closely attached to the surface of a paved road with high airtightness. There is a particular thing.

(実施例) そこで、以下に本考案の詳細を図示した実施例
に基づいて説明する。
(Example) Therefore, the details of the present invention will be explained below based on the illustrated example.

第1,2,3図は、それぞれ本考案の一実施例
を示すものであつて、図中符号1は人が表面に載
ることができる程度の面積を有する略円形状の基
盤で、これには取手を兼ねた剛性パイプ2を、そ
の一端が裏面に連通するように気密的に立設され
ている。
Figures 1, 2, and 3 each show an embodiment of the present invention, and reference numeral 1 in the figures represents a substantially circular base having an area large enough for a person to stand on. A rigid pipe 2 which also serves as a handle is erected in an airtight manner so that one end thereof communicates with the back surface.

一方、基盤1の裏面には、第2図に示したよう
にパイプ2の一端に連通するようにロート状の開
口部3を穿設するとともに、これと同心状に弾性
材料で形成した断面「V」字状の第1と第2のシ
ール枠4,5が固定されている。6は、シール枠
4とシール枠5の間に配設したシール補助部材
で、第4図に示したように表面には、道路面の粗
さと略同じ程度の、断面波形の凸部6a,6a,
6a……が千鳥状に配設された板状弾性材料によ
り形成され、少なくとも基盤を道路に圧接したと
き凸部6a,6a,6a……が弾性変形する程度
の高さをもつように基盤1に気密的に取付けられ
ている。
On the other hand, as shown in FIG. 2, a funnel-shaped opening 3 is bored on the back surface of the base 1 so as to communicate with one end of the pipe 2, and a cross-section "V"-shaped first and second seal frames 4 and 5 are fixed. Reference numeral 6 denotes a sealing auxiliary member disposed between the sealing frame 4 and the sealing frame 5, and as shown in FIG. 6a,
6a... are formed of a plate-like elastic material arranged in a staggered manner, and the base 1 has a height such that at least the protrusions 6a, 6a, 6a... are elastically deformed when the base is pressed against the road. is installed airtight.

この実施例において、パイプ2の一端をガス検
出セルを介してポンプに接続し、サンプリングす
べき箇所に基盤1を載置する。基盤1の表面に人
が載つて荷重を掛けると、シール枠4,5は、荷
重を受けて道路Rの形状に合わせて弾性変形を起
こす。一方、シール補助部材6は、弾性変形の過
程において表面に形成されている凸部6a,6
a,6a……を道路面の凹部r,r,r……に合
わせるように嵌入し、また表面がなだらかな部分
に当接している凸部6a,6a,6a……は、シ
ール補助材6の谷部を埋めるように押しつぶさ
れ、大きな接触面積でもつて道路面と気密的に接
触する。そのような状態でポンプを作動させる
と、開口部3に負圧が作用するから、基盤1は大
気圧により道路面に吸着する。これにより、開口
部3の負圧シール枠5により区画された領域に集
中的に作用して、道路舗装材の空隙を介して地中
の気体を吸引することになる。この吸引過程にお
いて、道路表面の状態によつては、シール枠4,
5が道路面の小石等に乗り上げて隙間を生じるこ
ともあるが、シール補助部材6の凸部6a,6
a,6a……が押しつぶされて平板状となつてい
るため、開口部3までの長い距離により高い流路
抵抗を形成して気密性が保持される。
In this embodiment, one end of the pipe 2 is connected to a pump via a gas detection cell, and the substrate 1 is placed at the location to be sampled. When a person places a load on the surface of the base 1, the seal frames 4 and 5 undergo elastic deformation to match the shape of the road R under the load. On the other hand, the sealing auxiliary member 6 has convex portions 6a, 6 formed on the surface during the process of elastic deformation.
a, 6a, . . . are fitted into the concave portions r, r, r, . It is compressed to fill the valleys of the road, and even with a large contact area, it makes airtight contact with the road surface. When the pump is operated in such a state, negative pressure acts on the opening 3, so that the base 1 is attracted to the road surface by atmospheric pressure. This acts intensively on the area defined by the negative pressure seal frame 5 of the opening 3, and sucks underground gas through the gaps in the road paving material. In this suction process, depending on the condition of the road surface, the seal frame 4,
5 may ride on pebbles on the road surface and create a gap, but the protrusions 6a, 6 of the seal auxiliary member 6
Since a, 6a, . . . are crushed into a flat plate shape, a high flow path resistance is formed due to the long distance to the opening 3, and airtightness is maintained.

[実施例] 直径30cmの基盤に、高さ1.5cmの断面「V」字
状の弾性材により第1,第2シール枠を形成し
て、これを6cmの間隔でもつて同心状に配設する
とともに、底面が直径5mm高さ5mmの凸部を千鳥
状に均一に形成されたシート材を、凸部がシール
枠表面から突出する状態、つまり頂部までの厚さ
が約2cmのものを第1シール枠と第2シール枠の
間に配設してなる吸引具を用意した。
[Example] First and second seal frames are formed from an elastic material having a V-shaped cross section with a height of 1.5 cm on a base having a diameter of 30 cm, and are arranged concentrically with an interval of 6 cm. At the same time, a sheet material having a bottom surface uniformly formed with protrusions with a diameter of 5 mm and a height of 5 mm is placed in a state in which the protrusions protrude from the seal frame surface, that is, the thickness to the top is approximately 2 cm. A suction tool disposed between the seal frame and the second seal frame was prepared.

この吸引具を用いて、平均粒径5〜7mm程度の
小石を基材とし、表面が未だ平面仕上げのなされ
ていない極めて粗いアスフアルト舗装面をサンプ
ルとして試験したところ、完全な気密性を得るこ
とができた。
Using this suction tool, we tested an extremely rough asphalt pavement surface with a base material of pebbles with an average particle size of about 5 to 7 mm, and the surface had not yet been flat-finished, and it was found that complete airtightness could be obtained. did it.

一方、比較のため、シール補助材を設けていな
いものを用いて同様の試験を行なつたところ、基
盤の押圧具合によつては気密性を得ることができ
ず、気密性保持が極めて不安定であつた。これら
のことから、シール補助材を設けることが気密性
確保に極めて有効な手段であることが解つた。
On the other hand, for comparison, when we conducted a similar test using a device without the sealing aid, we found that depending on the degree of pressure applied to the base, it was not possible to obtain airtightness, and airtightness was extremely unstable. It was hot. From these results, it has been found that providing a sealing aid is an extremely effective means for ensuring airtightness.

また、開口部間直に配設したシール枠4もしく
はシール枠5の一方とシール補助材6だけのもの
を用いて同様の試験を行なつたところ、略同一の
気密性を得ることができた。このことからもシー
ル補助材は気密性確保に極めて有効に作用してい
ることが確認できた。
Furthermore, when a similar test was conducted using only either the seal frame 4 or the seal frame 5 placed directly between the opening and the seal auxiliary material 6, almost the same airtightness could be obtained. . This also confirmed that the sealing aid was extremely effective in ensuring airtightness.

なお、この実施例においては、シール補助材と
してその凸部形状が直径5mm、高さ5mmのものを
使用しているが、これは不確定要素の多い道路の
粗面度に応じて変更されるべきもので、粗さに比
例して凸部のサイズを変えることが望ましい。こ
のためにも、凸部サイズが異なる複数種のシール
補助材を用意するとともに、裏面に例えば感圧接
着剤を塗布しておき、道路の状況に応じて交換可
能とするとよい。
In this example, a convex shape with a diameter of 5 mm and a height of 5 mm is used as the sealing auxiliary material, but this may be changed depending on the roughness of the road, which has many uncertain factors. It is desirable to change the size of the convex portion in proportion to the roughness. To this end, it is preferable to prepare a plurality of types of seal auxiliary materials having different convex portion sizes, and to apply, for example, a pressure-sensitive adhesive to the back surface so that they can be replaced depending on the road conditions.

また、この実施例においては、シール枠として
断面「V」字状のものを使用しているが矩形、半
円形、「W」字状の断面形状のものを使用しても
同様の作用を奏することを明らかである。
In addition, in this embodiment, a seal frame with a "V"-shaped cross section is used, but the same effect can be obtained by using a seal frame with a rectangular, semicircular, or "W" cross-sectional shape. That is clear.

(効果) 以上、説明したように本考案によれば、凸部を
千鳥状に複数条配列した弾性材からなるシール補
助材を、シール枠の内側寄りに設けたので、シー
ル補助材の多数の凹凸部でもつて道路面の形状に
対応して密着させることができて、高い気密性を
確保することができる。
(Effects) As explained above, according to the present invention, the sealing auxiliary material made of an elastic material with a plurality of protrusions arranged in a staggered manner is provided closer to the inside of the sealing frame. Even the uneven parts can be brought into close contact according to the shape of the road surface, and high airtightness can be ensured.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本考案の一実施例を示す斜視図、第2
図は同上装置の裏面構造を示す斜視図、第3図は
同上装置の断面図、第4図はシール補助材の一実
施例を示す斜視図と断面図、第5図は同上装置の
動作を示す説明図、及び第6図は従来装置の動作
を示す説明図である。 1……基盤、2……パイプ、3……開口部、
4,5……シール枠、6……シール補助材、6a
……凸部。
Fig. 1 is a perspective view showing one embodiment of the present invention;
The figure is a perspective view showing the back structure of the above device, FIG. 3 is a sectional view of the same device, FIG. 4 is a perspective view and a sectional view showing an example of the sealing aid material, and FIG. FIG. 6 is an explanatory diagram showing the operation of the conventional device. 1...Base, 2...Pipe, 3...Opening,
4, 5... Seal frame, 6... Seal auxiliary material, 6a
...Protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 表面にガス吸引機構に接続される第1の開口を
備え、また裏面に第1の開口と連通して地中から
のガスを吸引する第2の開口を有する基板と、第
2の開口の外周を取り囲むように前記基板の裏面
に設けられた弾性シール枠と、前記弾性シール枠
により取り囲まれた内側に道路の粗面度に対応し
た寸法の凸部を周方向に千鳥状に、少なくとも2
条備えた弾性板とからなる地中ガス吸引具。
A substrate having a first opening connected to a gas suction mechanism on the front surface and a second opening communicating with the first opening and sucking gas from underground on the back surface, and an outer periphery of the second opening. an elastic sealing frame provided on the back surface of the substrate so as to surround the substrate; and at least two convex portions having dimensions corresponding to the roughness of the road in a staggered manner in the circumferential direction on the inside surrounded by the elastic sealing frame.
An underground gas suction device consisting of an elastic plate with strips.
JP5855887U 1987-04-17 1987-04-17 Expired JPH0443796Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5855887U JPH0443796Y2 (en) 1987-04-17 1987-04-17

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5855887U JPH0443796Y2 (en) 1987-04-17 1987-04-17

Publications (2)

Publication Number Publication Date
JPS63165546U JPS63165546U (en) 1988-10-27
JPH0443796Y2 true JPH0443796Y2 (en) 1992-10-15

Family

ID=30889241

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5855887U Expired JPH0443796Y2 (en) 1987-04-17 1987-04-17

Country Status (1)

Country Link
JP (1) JPH0443796Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04308045A (en) * 1991-04-03 1992-10-30 Daido Steel Co Ltd Method for controlling temperature of heat-treating furnace
JP2581731Y2 (en) * 1991-10-31 1998-09-24 ジーエルサイエンス株式会社 Gas leak detection sheet
EP3208591A1 (en) * 2016-02-17 2017-08-23 Inficon GmbH Vacuum bell probe and method for leak detection

Also Published As

Publication number Publication date
JPS63165546U (en) 1988-10-27

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